CN111173531A - Non-explosive excavation method for urban tunnel - Google Patents
Non-explosive excavation method for urban tunnel Download PDFInfo
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- CN111173531A CN111173531A CN202010107890.1A CN202010107890A CN111173531A CN 111173531 A CN111173531 A CN 111173531A CN 202010107890 A CN202010107890 A CN 202010107890A CN 111173531 A CN111173531 A CN 111173531A
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- 238000009412 basement excavation Methods 0.000 title claims abstract description 53
- 238000000034 method Methods 0.000 title claims abstract description 24
- 239000002360 explosive Substances 0.000 title claims abstract description 16
- 239000000428 dust Substances 0.000 claims abstract description 63
- 238000005520 cutting process Methods 0.000 claims abstract description 55
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 40
- 239000007921 spray Substances 0.000 claims abstract description 15
- 238000010276 construction Methods 0.000 claims abstract description 13
- 238000005507 spraying Methods 0.000 claims description 14
- 230000005641 tunneling Effects 0.000 claims description 14
- 239000011435 rock Substances 0.000 claims description 7
- 238000005553 drilling Methods 0.000 claims description 6
- 230000001681 protective effect Effects 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 231100000331 toxic Toxicity 0.000 claims description 3
- 230000002588 toxic effect Effects 0.000 claims description 3
- 239000007789 gas Substances 0.000 claims 1
- 230000000149 penetrating effect Effects 0.000 claims 1
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000005422 blasting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000003595 mist Substances 0.000 description 1
- 238000005453 pelletization Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F5/00—Means or methods for preventing, binding, depositing, or removing dust; Preventing explosions or fires
- E21F5/02—Means or methods for preventing, binding, depositing, or removing dust; Preventing explosions or fires by wetting or spraying
- E21F5/04—Spraying barriers
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/14—Lining predominantly with metal
- E21D11/18—Arch members ; Network made of arch members ; Ring elements; Polygon elements; Polygon elements inside arches
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/02—Setting anchoring-bolts with provisions for grouting
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
- E21F17/18—Special adaptations of signalling or alarm devices
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The invention discloses a non-explosive excavation method for an urban tunnel, which comprises the following steps: s1, preparing for excavation; s2, installing a dust removing and settling system in the heading machine, wherein the dust removing and settling system comprises a water pipe, the water pipe at the cutting head section can synchronously rotate with the cutting head, and a plurality of spray heads communicated with the water pipe and extending out of the cutting head are circumferentially arranged on the water pipe; a wet dust removal fan is further arranged in the cab of the heading machine, one end of a suction pipeline of the wet dust removal fan extends out of the cab and is fixed near the cutting head, and the other end of the suction pipeline extends out of the heading machine; and S3, excavating the tunnel by using a heading machine, and opening a water pipe and a wet dust removal fan in the dust removal system in the S2 to perform dust settling and dust removal treatment while excavating. The non-explosive excavation method for the urban tunnel can effectively inhibit the raised dust generated in the tunnel excavation process, effectively relieve the problem that the raised dust is large when the development machine excavates, and do not influence the subsequent inverted arch and second-lining construction.
Description
Technical Field
The invention relates to the field of tunnel excavation, in particular to a non-explosive urban tunnel excavation method.
Background
Urban tunnels are applied to old urban area transformation as more and more modes, but old urban area houses are old, if settlement control is not tight in the tunnel excavation process, residential houses are cracked and damaged, slight claim compensation is required, relocation and removal are seriously required, otherwise normal construction cannot be carried out, and the settlement control requirement in the tunnel excavation process is more and more strict. The development machine has been used in tunnel excavation, but the dust control of development when the development machine excavates can not effectively be solved to the influence is great to follow-up inverted arch excavation and second lining construction.
Disclosure of Invention
Aiming at the defects of the prior art, the technical problems to be solved by the invention are as follows: how to provide a city tunnel non-explosion excavation method which can effectively restrain the raised dust generated in the tunnel excavation process and effectively improve the construction quality.
In order to solve the technical problems, the invention adopts the following technical scheme:
a non-explosive excavation method for urban tunnels is characterized by comprising the following steps: s1, preparing for excavation; driving a tunneling machine required for tunnel excavation into a construction site; s2, installing a dust removal and dust fall system in the heading machine, wherein the dust removal and dust fall system comprises a water pipe, one end of the water pipe is communicated with a water tank on a construction site, the other end of the water pipe is arranged in the heading machine, penetrates through a cab of the heading machine and then is fixed in a cutting head of the heading machine, the water pipe on the section of the cutting head can synchronously rotate with the cutting head, and a plurality of spray heads which are communicated with the water pipe and extend out of the cutting head are circumferentially arranged on the section of the water pipe; the water pipe is also provided with a control valve for controlling the opening and closing of the water pipe pipeline; a wet dust removal fan is further arranged in the cab of the heading machine, one end of a suction pipeline of the wet dust removal fan extends out of the cab and is fixed near the cutting head, and the other end of the suction pipeline extends out of the heading machine; s3, excavating the tunnel by using the tunneling machine, moving the tunneling machine to the excavation face during excavation, starting a cutting head of the tunneling machine, cutting by utilizing the cutting head to move up and down and left and right to cut a preliminary section shape, moving the tunneling machine forwards after the section size requirement is met, and excavating the next section of tunnel according to the tunneling and excavation mode; and (3) opening the water conveying pipe and the wet dust removal fan in the dust removal system in the S2 when the tunnel is excavated, spraying around the tunnel face by the spray head when the cutting head cuts, reducing the temperature of the cutting head and reducing the raised dust generated after the cutting head cuts, and simultaneously, sucking the dust around the tunnel face by the wet dust removal fan and then leading out the dust out of the excavated tunnel through the suction pipeline. Like this, adopt the entry driving machine to cut, can carry out no blasting vibration construction, it is little to the country rock disturbance, it is little to the earth's surface vibration, but continuous excavation operation, efficient, the overbreak is little, can not cause great disturbance to ground, the condition of sinking to the ground can not appear. The dust removal and dust fall system arranged in the heading machine can perform dust fall and dust absorption on the periphery of the tunnel face while the heading machine cuts, and the sucked raised dust is guided out of the excavated tunnel through the suction pipeline, so that the problem that the raised dust is large when the heading machine excavates is effectively solved, and subsequent inverted arch and second-liner construction are not influenced.
Furthermore, an opening spraying dust removal pipeline is arranged at the tunnel opening and along the opening of the tunnel opening; meanwhile, a protective greenhouse is arranged at the hole, and spraying is adopted around the greenhouse for dust reduction. Like this, set up at the entrance to a cave and spray behind the dust removal pipeline, can carry out the dust fall to the raise dust outside the discharge tunnel, simultaneously, the protection big-arch shelter that sets up can effectively control the raise dust in the big-arch shelter, prevents the raise dust diffusion. The dregs after the cutterhead cuts are transported to the conveyer belt through the shovel plate part of the tunneling machine and transported out of the protective greenhouse outside the tunnel by a small-sized transport vehicle, then the dregs are transported in the protective greenhouse by the dregs transport vehicle, and then the generated dust of the dregs is effectively controlled.
Furthermore, before the tunnel is excavated, the tunnel to be excavated is ventilated according to design requirements, and constructors measure whether toxic and harmful gas in the tunnel exceeds the standard or not. Therefore, the ventilation performance of the construction site can be effectively ensured, and the life safety of constructors is ensured.
Furthermore, when cutting slightly hard rock, a method of circularly cutting from bottom to top left and right is adopted, and when the vault exceeds the cutting height of the tunneling machine, a slope needs to be padded by broken stones so as to ensure that the excavation section is not underexcavated. Like this, adopt from bottom to top mode cutting, to the wearing and tearing of drill bit pick when reducible rock excavation, reduce the pick consumption, practice thrift the cost, guarantee that the excavation section is not owed and dig.
Further, when cutting a slightly hard rock, the cutting is carried out according to a snake-shaped line from bottom to top. Therefore, the over-excavation and under-excavation of the heading machine during excavation can be controlled, the operation of a driver is facilitated, and the excavation is carried out according to the designed outline.
Furthermore, after the tunnel face is cut by the tunneling machine, the tunnel face needs to be measured and then manually repaired by an air pick. Therefore, the size of the excavated tunnel can be ensured to be accurate, the design requirement is met, and the surface is smooth.
Further, after each section of tunnel is primarily cut, primary support needs to be constructed according to design requirements; during supporting, according to design requirements, firstly spraying concrete to seal, then erecting a steel arch, then drilling a hollow anchor rod and grouting, then spraying concrete to the designed thickness, then drilling a small advanced guide pipe and grouting, and finally starting the next circular excavation. Therefore, when the next cycle development machine is excavated, the driver is still in the range of primary support or advance support, and the production safety of operators is ensured.
Furthermore, the water delivery pipe comprises a first pipeline communicated with an external water source and a second pipeline assembled at the connecting end of the first pipeline, the connecting end of the first pipeline is arranged in the cab of the heading machine, and the second pipeline can rotate around the axis of the second pipeline as the circle center. Therefore, one of the pipelines can rotate, so that the pipeline can rotate synchronously under the driving of the cutting head.
Furthermore, the spray header is obliquely arranged on the second pipeline, and the inclination angle is 30-60 degrees. In this way, the arranged spray header is inclined, can be sprayed out in a circular ray shape after rotating, has wide coverage and has better dust fall effect.
Drawings
FIG. 1 is a schematic view of the cutting state of the heading machine in the embodiment;
FIG. 2 is a schematic view of a cutting path of a tunnel face in the embodiment;
fig. 3 is a schematic distribution diagram of a spraying system of a tunnel portal in the embodiment.
In the figure: the device comprises a heading machine 1, a heading machine cab 11, a water delivery pipe 2, a first pipeline 21, a second pipeline 22, a spray header 3, a wet dust removal fan 4, a suction pipeline 5 and a spray dust removal pipeline 6.
Detailed Description
The invention is further illustrated with reference to the following figures and examples.
Example (b):
the non-explosive excavation method for the urban tunnel provided by the embodiment comprises the following steps: s1, preparing for excavation; driving a tunneling machine required for tunnel excavation into a construction site; s2, installing a dust removing and falling system (as shown in figure 1) in the heading machine 1, wherein the dust removing and falling system comprises a water pipe 2, one end of the water pipe 2 is communicated with a water tank on a construction site, the other end of the water pipe 2 is arranged in the heading machine 1 and penetrates through a cab 11 of the heading machine to be fixed in a cutting head of the heading machine, the water pipe at the section of the cutting head can synchronously rotate with the cutting head, and a plurality of spray heads 3 which are communicated with the water pipe 2 and extend out of the cutting head are circumferentially arranged on the section of the water pipe 2; the water pipe 2 is also provided with a control valve for controlling the opening and closing of the water pipe pipeline; a wet dust removal fan 4 is further arranged in the cab 11 of the heading machine, one end of a suction pipeline 5 of the wet dust removal fan 4 extends out of the cab and is fixed near the cutting head, and the other end of the suction pipeline extends out of the heading machine; s3, excavating the tunnel by using the heading machine 1, moving the heading machine 1 to the face of the excavated tunnel during excavation, starting a cutting head of the heading machine, cutting by utilizing the cutting head to move up and down and left and right to cut a preliminary section shape, moving the heading machine forward after the section size requirement is met, and excavating the next section of tunnel according to the tunneling and excavation mode; when excavating, open raceway 2 and wet dedusting fan 4 among the dust pelletizing system in S2, when the cutterhead cutting, shower 3 sprays around the face, reduces the temperature of cutterhead and reduces the generated raise dust after the cutterhead cutting, simultaneously, wet dedusting fan draws the tunnel of excavating outside through the suction pipeline behind the dust suction around the face.
Further, an opening spraying dust removal pipeline 6 (shown in fig. 3) is arranged at the tunnel opening and along the opening; meanwhile, a protective greenhouse (not shown in the figure) is arranged at the hole, and spraying is adopted around the greenhouse for dust reduction.
Before the tunnel is excavated, the old tunnel beside the new tunnel to be excavated is ventilated according to the design requirement, and constructors measure whether toxic and harmful gas in the tunnel exceeds the standard or not.
When cutting slightly hard rock, a method of circularly cutting from bottom to top left and right is adopted, and when the vault exceeds the cutting height of the tunneling machine, a slope needs to be padded by broken stones so as to ensure that the excavation section is not underexcavated. When cutting is carried out specifically, cutting can be carried out according to a snake-shaped circuit from bottom to top (as shown in figure 2).
Furthermore, after the tunnel face is cut by the tunneling machine, the tunnel face needs to be measured and then manually repaired by an air pick.
Further, after each section of tunnel is primarily cut, primary support needs to be constructed according to design requirements; during supporting, according to design requirements, firstly spraying concrete to seal, then erecting a steel arch, then drilling a hollow anchor rod and grouting, then spraying concrete to the designed thickness, then drilling a small advanced guide pipe and grouting, and finally starting the next circular excavation.
As shown in fig. 1, the water pipe includes a first pipe 21 communicated with an external water source and a second pipe 22 assembled at a connection end of the first pipe, the connection end of the first pipe 21 is arranged in the cab 11 of the heading machine, and the second pipe 22 can rotate around the axis thereof; the spray headers are obliquely arranged on the second pipeline, the inclination angle is 30-60 degrees, and during specific implementation, the inclination angles of the spray headers can be set to different angles so as to maximize the coverage area of the water mist.
Finally, it should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting the technical solutions, and although the present invention has been described in detail by referring to the preferred embodiments, those skilled in the art should understand that modifications or equivalent substitutions to the technical solutions of the present invention can be made without departing from the spirit and scope of the technical solutions, and all the modifications and equivalent substitutions should be covered by the claims of the present invention.
Claims (9)
1. A non-explosive excavation method for urban tunnels is characterized by comprising the following steps: s1, preparing for excavation; driving a tunneling machine required for tunnel excavation into a construction site; s2, installing a dust removal and dust fall system in the heading machine (1), wherein the dust removal and dust fall system comprises a water pipe (2) with one end communicated with a water tank on a construction site and the other end arranged in the heading machine (1) and fixed in a heading machine cutting head after penetrating through a heading machine cab (11), the water pipe at the cutting head section can rotate synchronously with the cutting head, and a plurality of spray heads (3) communicated with the water pipe and extending out of the cutting head are circumferentially arranged on the water pipe (2) section; the water pipe (2) is also provided with a control valve for controlling the opening and closing of the water pipe pipeline; a wet dust removal fan (4) is further arranged in the cab (11) of the heading machine, one end of a suction pipeline (5) of the wet dust removal fan (4) extends out of the cab and is fixed near the cutting head, and the other end of the suction pipeline extends out of the heading machine; s3, excavating a tunnel by using the heading machine (1), moving the heading machine (1) to an excavation face during excavation, starting a cutting head of the heading machine, cutting by utilizing the cutting head to move up and down and left and right to cut a preliminary section shape, moving the heading machine forwards after the section size requirement is met, and excavating a next section of tunnel according to the excavation mode; when the tunnel is excavated, the water conveying pipe (2) and the wet dust removal fan (4) in the dust removal system in the S2 are opened, the spray head (3) sprays around the face when the cutting head cuts, the temperature of the cutting head is reduced, raised dust generated after the cutting head cuts is reduced, and meanwhile, the wet dust removal fan sucks dust around the face and then leads out the excavated tunnel through the suction pipeline.
2. The non-explosive urban tunnel excavation method according to claim 1, wherein a hole spraying dust removal pipeline (6) is arranged at the tunnel hole and along the hole; meanwhile, a protective greenhouse is arranged at the hole, and spraying is adopted around the greenhouse for dust reduction.
3. The non-explosive urban tunnel excavation method according to claim 1, wherein before the tunnel excavation, the tunnel is ventilated according to design requirements, and constructors measure whether toxic and harmful gases in the tunnel exceed standards.
4. The non-explosive urban tunnel excavation method according to claim 1, wherein when cutting slightly hard rocks, a bottom-up left-right circular cutting method is adopted, and when the vault exceeds the cutting height of the heading machine, a slope needs to be padded with broken stones to ensure that the excavation section is not underexcavated.
5. The non-explosive urban tunnel excavation method according to claim 1, wherein when cutting slightly hard rock, the cutting is performed according to a serpentine path from bottom to top.
6. The non-explosive urban tunnel excavation method according to claim 4 or 5, wherein after the tunnel face is cut by a heading machine, the tunnel face is measured and then manually repaired by an air pick.
7. The non-explosive urban tunnel excavation method according to claim 1, wherein after each section of tunnel is initially cut, primary support is required according to design requirements; during supporting, according to design requirements, firstly spraying concrete to seal, then erecting a steel arch, then drilling a hollow anchor rod and grouting, then spraying concrete to the designed thickness, then drilling a small advanced guide pipe and grouting, and finally starting the next circular excavation.
8. The non-explosive urban tunnel excavation method according to claim 1, wherein the water conveying pipe comprises a first pipeline (21) communicated with an external water source and a second pipeline (22) assembled at a connecting end of the first pipeline, the connecting end of the first pipeline (21) is arranged in the cab (11) of the heading machine, and the second pipeline (22) can rotate around the axis of the second pipeline as a circle center.
9. The non-explosive urban tunnel excavation method according to claim 8, wherein the shower head is obliquely installed on the second pipe at an inclination angle of 30 to 60 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010107890.1A CN111173531A (en) | 2020-02-21 | 2020-02-21 | Non-explosive excavation method for urban tunnel |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010107890.1A CN111173531A (en) | 2020-02-21 | 2020-02-21 | Non-explosive excavation method for urban tunnel |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112065426A (en) * | 2020-10-10 | 2020-12-11 | 中铁华铁工程设计集团有限公司 | Movable type rotary milling cutter head tunneling machine |
Citations (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1373306A (en) * | 1972-07-15 | 1974-11-06 | Lemand Eng Ltd | Mining machines |
| JPS60126594U (en) * | 1984-01-31 | 1985-08-26 | 株式会社三井三池製作所 | Excavator water sprinkler dust collector |
| JP2004225254A (en) * | 2003-01-20 | 2004-08-12 | Mitsui Miike Mach Co Ltd | Partial dust collector |
| CN102206997A (en) * | 2010-03-15 | 2011-10-05 | 桑德威克采矿和建筑有限责任公司 | Heading machine |
| CN102383790A (en) * | 2011-10-27 | 2012-03-21 | 山西晋煤集团金鼎煤机矿业有限责任公司 | Novel cutting head spiral drum used for shearer |
| CN103291308A (en) * | 2013-05-29 | 2013-09-11 | 王卓 | Boom-type roadheader for tunnel construction and tunnel construction method |
| CN204002793U (en) * | 2014-03-29 | 2014-12-10 | 何后田 | A kind of dustless development machine |
| CN204572044U (en) * | 2015-01-21 | 2015-08-19 | 杭州市建设工程质量安全监督总站 | A kind of tunnel portal automatic spray dust fall structure |
| CN205277418U (en) * | 2015-12-23 | 2016-06-01 | 林州重机集团股份有限公司 | Spraying structure in entry driving machine |
| CN106246193A (en) * | 2016-09-06 | 2016-12-21 | 中铁二十四局集团南昌铁路工程有限公司 | Strong karst high rich water urban shallow tunnel cantilever excavator construction |
| CN206000541U (en) * | 2016-08-30 | 2017-03-08 | 中国铁建股份有限公司 | Device is dug in a kind of tunneling and underground engineering tunneling boring cantilever excavator arc milling |
| CN106907150A (en) * | 2017-04-19 | 2017-06-30 | 江西理工大学 | A kind of improved tunnelling machine |
| CN206707751U (en) * | 2017-05-09 | 2017-12-05 | 中交二公局东萌工程有限公司 | A kind of spray dust's system for tunnel portal construction slag-soil truck |
| CN107514275A (en) * | 2017-10-19 | 2017-12-26 | 淮南矿业(集团)有限责任公司 | Tunnelling dust prevention system |
| CN207093088U (en) * | 2017-09-04 | 2018-03-13 | 太重煤机有限公司 | A kind of digging laneway dust goes out except device |
| CN109681202A (en) * | 2019-01-28 | 2019-04-26 | 黄山市徽州安华工程机械有限公司 | The spray dust-reducing system of development machine |
| CN208816126U (en) * | 2018-09-30 | 2019-05-03 | 朱启杰 | A kind of driving face concurrent flow air curtain orientation dust collect plant |
| CN109779629A (en) * | 2019-01-28 | 2019-05-21 | 黄山市徽州安华工程机械有限公司 | Atomizing de-dusting cutterhead |
| CN110080790A (en) * | 2019-04-03 | 2019-08-02 | 中船第九设计研究院工程有限公司 | A kind of boom-type roadheader excavated for tunnel |
| CN210003281U (en) * | 2019-05-09 | 2020-01-31 | 中铁八局集团第三工程有限公司 | cantilever heading machine with dust removal function |
-
2020
- 2020-02-21 CN CN202010107890.1A patent/CN111173531A/en active Pending
Patent Citations (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1373306A (en) * | 1972-07-15 | 1974-11-06 | Lemand Eng Ltd | Mining machines |
| JPS60126594U (en) * | 1984-01-31 | 1985-08-26 | 株式会社三井三池製作所 | Excavator water sprinkler dust collector |
| JP2004225254A (en) * | 2003-01-20 | 2004-08-12 | Mitsui Miike Mach Co Ltd | Partial dust collector |
| CN102206997A (en) * | 2010-03-15 | 2011-10-05 | 桑德威克采矿和建筑有限责任公司 | Heading machine |
| CN102383790A (en) * | 2011-10-27 | 2012-03-21 | 山西晋煤集团金鼎煤机矿业有限责任公司 | Novel cutting head spiral drum used for shearer |
| CN103291308A (en) * | 2013-05-29 | 2013-09-11 | 王卓 | Boom-type roadheader for tunnel construction and tunnel construction method |
| CN204002793U (en) * | 2014-03-29 | 2014-12-10 | 何后田 | A kind of dustless development machine |
| CN204572044U (en) * | 2015-01-21 | 2015-08-19 | 杭州市建设工程质量安全监督总站 | A kind of tunnel portal automatic spray dust fall structure |
| CN205277418U (en) * | 2015-12-23 | 2016-06-01 | 林州重机集团股份有限公司 | Spraying structure in entry driving machine |
| CN206000541U (en) * | 2016-08-30 | 2017-03-08 | 中国铁建股份有限公司 | Device is dug in a kind of tunneling and underground engineering tunneling boring cantilever excavator arc milling |
| CN106246193A (en) * | 2016-09-06 | 2016-12-21 | 中铁二十四局集团南昌铁路工程有限公司 | Strong karst high rich water urban shallow tunnel cantilever excavator construction |
| CN106907150A (en) * | 2017-04-19 | 2017-06-30 | 江西理工大学 | A kind of improved tunnelling machine |
| CN206707751U (en) * | 2017-05-09 | 2017-12-05 | 中交二公局东萌工程有限公司 | A kind of spray dust's system for tunnel portal construction slag-soil truck |
| CN207093088U (en) * | 2017-09-04 | 2018-03-13 | 太重煤机有限公司 | A kind of digging laneway dust goes out except device |
| CN107514275A (en) * | 2017-10-19 | 2017-12-26 | 淮南矿业(集团)有限责任公司 | Tunnelling dust prevention system |
| CN208816126U (en) * | 2018-09-30 | 2019-05-03 | 朱启杰 | A kind of driving face concurrent flow air curtain orientation dust collect plant |
| CN109681202A (en) * | 2019-01-28 | 2019-04-26 | 黄山市徽州安华工程机械有限公司 | The spray dust-reducing system of development machine |
| CN109779629A (en) * | 2019-01-28 | 2019-05-21 | 黄山市徽州安华工程机械有限公司 | Atomizing de-dusting cutterhead |
| CN110080790A (en) * | 2019-04-03 | 2019-08-02 | 中船第九设计研究院工程有限公司 | A kind of boom-type roadheader excavated for tunnel |
| CN210003281U (en) * | 2019-05-09 | 2020-01-31 | 中铁八局集团第三工程有限公司 | cantilever heading machine with dust removal function |
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| CN112065426A (en) * | 2020-10-10 | 2020-12-11 | 中铁华铁工程设计集团有限公司 | Movable type rotary milling cutter head tunneling machine |
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Application publication date: 20200519 |